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OPEN TOP <br />TRASH SCREEN <br />REFER TO PLANS FOR SWALE <br />LOCA T/ON. <br />GEOTEXT/LE (M/RAF/ 140N <br />OR EQUAL) OR IMPERVIOUS <br />LINER AS SPEC'D <br />WEST <br />ORA/NAGE <br />EXTEND <br />EXISTII <br />WEST DRA/NA( <br />I <br />1 I OUTFALL STRUCTURE <br />INV 48':• 11, 133.0 <br />L//V/ V/\I.LL/ <br />CONCRETE <br />STRUCTURE <br />PLAN <br />Preliminary <br />Not For <br />Construction <br />FOR <br />PRESSURE <br />TREATED LOG <br />STOP <br />F <br />OUTFALL STRUCTURE DETAIL <br />NOT TO SCALE <br />12' <br />PROFILE <br />TOW: 11, 137.0' <br />SEL: 11, 135.0' <br />OPEN/NG FOR <br />PRESSURE <br />TREATED LOG <br />STOP <br />I KE BOTTOM: 11, 133.0' <br />INFORCED <br />NCRETE <br />RUCTURE <br />TOF.• 11, 129.50' <br />FLOW <br />X/ST/NG <br />HANNEL <br />TYPICAL DIVERSION BOX <br />NOT TO SCALE <br />5—GAL. WILLOW <br />10' D0 _ <br />W <br />1 <br />2.5 MAX. <br />T ` 1.75xD5o <br />PROFILE <br />OUTFALL CHANNEL <br />NOT TO SCALE <br />NOTES: <br />GEOTEXT/LE TO BE INSTALLED PER <br />EROSION CONTROL NETTING DETAILS. <br />REFER TO SPECS FOR R/PRAP MATERIAL, <br />GRADATION AND INSTALLATION REQ'TS. <br />INSTALL 5—GAL. WILLOWS AT 20' <br />SPACING ALONG CHANNEL BOTTOM <br />A/ '"'ILLOWS AT <br />TVALS <br />LARGE BOULDERS (1.5 x D50) <br />ABOVE FLOWLINE TO DISPERSE <br />FLOW <br />PIPE OUTLET PER PLANS <br />GEOTEXT/LE <br />TREV/RA S-1125 <br />OR EQUAL <br />LARGE BOULDERS (1.5 x D50) <br />ABOVE FLOWL/NE TO DISPERSE <br />FLOW <br />CONCRETE BOX <br />OPEN TOP <br />VERT <br />WILLOWS <br />R/PRAP D50 =12" <br />D5o=12' <br />RIPRAP DISPERSION AREA <br />NOT TO SCALE <br />5' WIDE BERM <br />EL: 111 136.0' <br />N <br />EX/STING / <br />GRADE j 3.•1 MAX. <br />SIDE SLOPE <br />FLOW—_ CREATED WETLAND _ <br />EL: 11, 135.0' RECOMPACTED <br />NATIVE MATER/AL <br />J. 1 MAX. <br />SIDE SLOPE <br />PHASING BERM DETAIL <br />NOT TO SCALE <br />GENERAL NO TES: <br />1. SEE INSET THIS SHEET AND Fig. 5a FOR DETAIL L OCA T/ONS <br />80 LF 48 <br />i?CP ®.. 6.02" <br />OUTFALL . IINSTALLCULVERT CHANNEL <br />RIP RAP . <br />BENEATH ROAD DISPERSION. AREA <br />96 LF 48" I lNll 11, 112.0 INV.- 11, 127.50 <br />RCP 0 2.09 <br />moo. <br />RIP RAP <br />DISPERSION AREA <br />INV- 11, 110.0 <br />OUTFALL <br />CHANNEL <br />APPROXIMATE <br />LOCATION OF - <br />EX/ST/NG GRAVEL <br />ACCESS ROAD <br />Outfall Channel Detail <br />L//V/ V/\I.LL/ <br />CONCRETE <br />STRUCTURE <br />PLAN <br />Preliminary <br />Not For <br />Construction <br />FOR <br />PRESSURE <br />TREATED LOG <br />STOP <br />F <br />OUTFALL STRUCTURE DETAIL <br />NOT TO SCALE <br />12' <br />PROFILE <br />TOW: 11, 137.0' <br />SEL: 11, 135.0' <br />OPEN/NG FOR <br />PRESSURE <br />TREATED LOG <br />STOP <br />I KE BOTTOM: 11, 133.0' <br />INFORCED <br />NCRETE <br />RUCTURE <br />TOF.• 11, 129.50' <br />FLOW <br />X/ST/NG <br />HANNEL <br />TYPICAL DIVERSION BOX <br />NOT TO SCALE <br />5—GAL. WILLOW <br />10' D0 _ <br />W <br />1 <br />2.5 MAX. <br />T ` 1.75xD5o <br />PROFILE <br />OUTFALL CHANNEL <br />NOT TO SCALE <br />NOTES: <br />GEOTEXT/LE TO BE INSTALLED PER <br />EROSION CONTROL NETTING DETAILS. <br />REFER TO SPECS FOR R/PRAP MATERIAL, <br />GRADATION AND INSTALLATION REQ'TS. <br />INSTALL 5—GAL. WILLOWS AT 20' <br />SPACING ALONG CHANNEL BOTTOM <br />A/ '"'ILLOWS AT <br />TVALS <br />LARGE BOULDERS (1.5 x D50) <br />ABOVE FLOWLINE TO DISPERSE <br />FLOW <br />PIPE OUTLET PER PLANS <br />GEOTEXT/LE <br />TREV/RA S-1125 <br />OR EQUAL <br />LARGE BOULDERS (1.5 x D50) <br />ABOVE FLOWL/NE TO DISPERSE <br />FLOW <br />CONCRETE BOX <br />OPEN TOP <br />VERT <br />WILLOWS <br />R/PRAP D50 =12" <br />D5o=12' <br />RIPRAP DISPERSION AREA <br />NOT TO SCALE <br />5' WIDE BERM <br />EL: 111 136.0' <br />N <br />EX/STING / <br />GRADE j 3.•1 MAX. <br />SIDE SLOPE <br />FLOW—_ CREATED WETLAND _ <br />EL: 11, 135.0' RECOMPACTED <br />NATIVE MATER/AL <br />J. 1 MAX. <br />SIDE SLOPE <br />PHASING BERM DETAIL <br />NOT TO SCALE <br />GENERAL NO TES: <br />1. SEE INSET THIS SHEET AND Fig. 5a FOR DETAIL L OCA T/ONS